GB1087187A - Reinforced concrete piles formed in situ in holes - Google Patents
Reinforced concrete piles formed in situ in holesInfo
- Publication number
- GB1087187A GB1087187A GB37740/65A GB3774065A GB1087187A GB 1087187 A GB1087187 A GB 1087187A GB 37740/65 A GB37740/65 A GB 37740/65A GB 3774065 A GB3774065 A GB 3774065A GB 1087187 A GB1087187 A GB 1087187A
- Authority
- GB
- United Kingdom
- Prior art keywords
- rod
- pile
- situ
- reinforced concrete
- holes
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired
Links
- 238000011065 in-situ storage Methods 0.000 title abstract 3
- 239000011150 reinforced concrete Substances 0.000 title abstract 3
- 239000004567 concrete Substances 0.000 abstract 2
- 229910000831 Steel Inorganic materials 0.000 abstract 1
- 239000004519 grease Substances 0.000 abstract 1
- 230000001681 protective effect Effects 0.000 abstract 1
- 230000003014 reinforcing effect Effects 0.000 abstract 1
- 239000010959 steel Substances 0.000 abstract 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/58—Prestressed concrete piles
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
- E02D5/38—Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds
- E02D5/42—Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds by making use of pressure liquid or pressure gas for compacting the concrete
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/54—Piles with prefabricated supports or anchoring parts; Anchoring piles
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
- Piles And Underground Anchors (AREA)
Abstract
1,087,187. Reinforced concrete piles cast in situ. INTRUSION-PREPAKT, Inc. Sept. 3, 1965 [Sept. 3, 1964], No. 37740/65. Heading E1H. A reinforced concrete pile 10, Fig. 1 formed in situ in a hole in the ground 9 surrounds a reinforcing rod 11 having an anchorage of spaced rods 21 extending outwardly and upwardly from -its lower end, and a protective sleeve 25 surrounds the upper part of the rod 11, the rod 11 being tensioned between the anchorage and the top 28 of the concrete pile. Greater forces can then be withstood by the pile than without the tensioning operation. The sleeve 25 may be of steel or paper or may consist of a thin layer of grease or bituminous preparation which will prevent adherence of the concrete to the rod 11. When the rod 11 is offset the pile is particularly adapted to resist horizontal forces such as where the earth 9 is removed from one side of the pile, Fig. 2 (not shown).
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US394189A US3309878A (en) | 1964-09-03 | 1964-09-03 | Method of forming piles |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| GB1087187A true GB1087187A (en) | 1967-10-11 |
Family
ID=23557927
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| GB37740/65A Expired GB1087187A (en) | 1964-09-03 | 1965-09-03 | Reinforced concrete piles formed in situ in holes |
Country Status (3)
| Country | Link |
|---|---|
| US (1) | US3309878A (en) |
| GB (1) | GB1087187A (en) |
| NL (1) | NL6511545A (en) |
Families Citing this family (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3503213A (en) * | 1967-08-14 | 1970-03-31 | Rotary Oil Tool Co | Method of and apparatus for installing reinforcing members in boreholes |
| CH519062A (en) * | 1970-01-30 | 1972-02-15 | Stump Bohr Ag | Method for producing an anchorage for components and anchors for carrying out the method |
| US3742717A (en) * | 1971-06-30 | 1973-07-03 | G Wey | Process for ground consolidation and reinforcement of stressed anchorage piling increasing the load capacity |
| FR2246181A5 (en) * | 1973-10-02 | 1975-04-25 | Sefi | |
| DE3425941A1 (en) * | 1984-07-13 | 1986-01-23 | Stump Bohr Gmbh, 8045 Ismaning | ERDANKER AND ERDABEL |
| US6773208B2 (en) | 2002-12-17 | 2004-08-10 | Dewitt Wayne | Method for casting a partially reinforced concrete pile in the ground |
| WO2010106216A1 (en) * | 2009-03-20 | 2010-09-23 | Aponox Oy | Method for placing a pile or anchoring pile into ground |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| NL76799C (en) * | 1900-01-01 | |||
| US1805265A (en) * | 1926-02-17 | 1931-05-12 | Raymond Concrete Pile Co | Screw conveyer pile |
| GB862914A (en) * | 1958-02-25 | 1961-03-15 | Tor Isteg Steel Corp | Prestressed concrete piles |
| US3114245A (en) * | 1958-04-03 | 1963-12-17 | Intrusion Prepakt Inc | Earth pile anchorage |
-
1964
- 1964-09-03 US US394189A patent/US3309878A/en not_active Expired - Lifetime
-
1965
- 1965-09-03 GB GB37740/65A patent/GB1087187A/en not_active Expired
- 1965-09-03 NL NL6511545A patent/NL6511545A/xx unknown
Also Published As
| Publication number | Publication date |
|---|---|
| US3309878A (en) | 1967-03-21 |
| NL6511545A (en) | 1966-03-04 |
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